Study on correlation between building damage and strong motion parameters in Wenchuan earthquake

Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering

Volumn 19, Issue 4, 2011, Pages 574-582

  Peng, Xiaobo ^a,c   Liu, Lang ^b   Li, Xiaojun ^c   Sun, Pingshan ^c  

^a Institute of Earthquake Engineering of Jiangsu Province   (China)

^b TONGJI UNIVERSITY   (China)

^c INSTITUTE OF GEOPHYSICS   (China)

Author keywords

Correlation coefficient; Damage index; Strong motion; Wenchuan earthquake

Indexed keywords

5-7 PAIR; BUILDING DAMAGE; BUILDING TYPES; CORRELATION COEFFICIENT; DAMAGE INDEX; DAMAGE INVESTIGATION; FRAME STRUCTURE; GROUND MOTION PARAMETERS; HIGHLY-CORRELATED; LINEAR CORRELATION COEFFICIENT; STRONG MOTION; STRONG MOTION RECORDS; TIMBER FRAMES; WENCHUAN EARTHQUAKE;

BRICK; CONCRETE CONSTRUCTION; DAMAGE DETECTION; EARTHQUAKE EFFECTS; SEISMIC DESIGN; TIMBER; WOODEN BUILDINGS;

CORRELATION METHODS;

EID: 80052119514     PISSN: 10050930     EISSN: None     Source Type: Journal    
DOI: 10.3969/j.issn.1005-0930.2011.04.006     Document Type: Article

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